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Volumn 126, Issue 6, 2000, Pages 708-715

Deflection of cracked RC beams under sustained loading

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EID: 0347074674     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(2000)126:6(708)     Document Type: Article
Times cited : (34)

References (15)
  • 1
    • 0003510441 scopus 로고    scopus 로고
    • Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1996). LRFD bridge design specifications, Washington, D.C.
    • (1996) LRFD Bridge Design Specifications
  • 4
    • 0000121310 scopus 로고
    • Prediction of concrete creep effects using age-adjusted effective modulus method
    • Bazant, Z. P. (1972). "Prediction of concrete creep effects using age-adjusted effective modulus method." ACI J., 69(4), 212-217.
    • (1972) ACI J. , vol.69 , Issue.4 , pp. 212-217
    • Bazant, Z.P.1
  • 5
    • 0026219301 scopus 로고
    • Deflection of composite steel-concrete beams subject to creep and shrinkage
    • Bradfrod, M. A. (1991). "Deflection of composite steel-concrete beams subject to creep and shrinkage." ACI J., 88(5), 610-614.
    • (1991) ACI J. , vol.88 , Issue.5 , pp. 610-614
    • Bradfrod, M.A.1
  • 6
    • 0003429127 scopus 로고
    • Paris
    • Comité Euro-International du Béton - Fédération Internationale de la Précontrainte (CEB-FIP). (1990). Model code for concrete structures, Paris.
    • (1990) Model Code for Concrete Structures
  • 7
    • 0019900554 scopus 로고
    • Creep analysis of prestressed concrete structure using creep-transformed section properties
    • Dilger, W. H. (1982). "Creep analysis of prestressed concrete structure using creep-transformed section properties." PCI J., 27(1), 98-118.
    • (1982) PCI J. , vol.27 , Issue.1 , pp. 98-118
    • Dilger, W.H.1
  • 8
    • 0016930490 scopus 로고
    • Time-dependent stress in continuous precast bridges
    • ASCE
    • Dilger, W. H., and Ghali, A. (1976). "Time-dependent stress in continuous precast bridges." J. Struct. Div., ASCE, 102(1), 239-252.
    • (1976) J. Struct. Div. , vol.102 , Issue.1 , pp. 239-252
    • Dilger, W.H.1    Ghali, A.2
  • 11
    • 0022111561 scopus 로고
    • Partially prestressed concrete structures
    • ASCE
    • Ghali, A., and Tadros, M. K. (1985). "Partially prestressed concrete structures." J. Struct. Engrg.,ASCE, 111(8), 1946-1865.
    • (1985) J. Struct. Engrg. , vol.111 , Issue.8 , pp. 1946-11865
    • Ghali, A.1    Tadros, M.K.2
  • 13
    • 0024667196 scopus 로고
    • Creep and shrinkage analysis of partially prestressed concrete members
    • ASCE
    • Prasada Rao, A. S., and Jayaraman, R. (1989). "Creep and shrinkage analysis of partially prestressed concrete members." J. Struct. Engrg., ASCE, 115(5), 1169-1189.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.5 , pp. 1169-1189
    • Prasada Rao, A.S.1    Jayaraman, R.2
  • 14
    • 0027656567 scopus 로고
    • Initial and time-dependent deformation of progressively cracking nonprestressed and partially prestressed concrete beams
    • Teng, S., and Branson, D. E. (1993). "Initial and time-dependent deformation of progressively cracking nonprestressed and partially prestressed concrete beams." ACI J., 90(5), 480-488.
    • (1993) ACI J. , vol.90 , Issue.5 , pp. 480-488
    • Teng, S.1    Branson, D.E.2
  • 15
    • 0141910144 scopus 로고
    • Instantaneous and long-time deflections of reinforced concrete beams under working loads
    • Yu, W. W., and Winter, G. (1960). "Instantaneous and long-time deflections of reinforced concrete beams under working loads." ACI J., 57(1), 29-50.
    • (1960) ACI J. , vol.57 , Issue.1 , pp. 29-50
    • Yu, W.W.1    Winter, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.